HomeMy WebLinkAboutProduct Approval RECEIVED SEP 161015
MIAMI- MIAMI-DADS COUNTY
V PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
AB Door Company,Inc.
12195 NW 981h Avenue
Hialeah Gardens,FL 33018
COPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). 0
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the 40
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the Iii elocity Hurric
E RIPT ON:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROV DOC NT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision J dated 03/09/2015,prepared by Al-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control revision stamp with the
Notice ofAcceptance number and expiration date by the Miami-Dade County Product Control Section.
QAKIBEL—IN�G:
SILCT RATING�vl
�emanu�fac
�sname
stent
permanentLabe �®r go,manufacturing address,model
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number,approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side buck,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NCA revises NOA#14-0814.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0317.02
QM1 •oAneco=NTYExpiration Date:August 9,2016
Approval Date:June 11,2015
d�/oa zo�S
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
02/01/2001,with last revision 7 dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
i
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing,Inc,Test Reports No.HETI-08-2149A/B, dated 06/27/2008,signed and
sealed by Candido F.Font,P.E.
"Submitted under NOA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font,P.E.
"Submitted under NOA#01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No.HETI 01-974A,dated 01/29/2001,signed and sealed by
Hector M. Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing,Inc.,Report No.HETI 01-969,dated 01/18/2001, signed and
sealed by Hector M.Medina,P.E.
5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel
panels,prepared by Celotex Corporation,Test Report No.258592, dated 08/17/1998,
signed by W.A.Jackson,P.E.
_ oG/a2�Zo?S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
f
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.04"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying.with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast I80-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NDA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I.Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories,
Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial'interest
issued by Al-Farooq'Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
G� p2 ZptS
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2"X 3`X.071'GALV.STEEL TOP FIXTURE 5-1/2"X 2-3/4'X 0.1° o
END ROLLER HINGE O-__ STEEL PLATE WITH ONE 5/16-18 MS W/NUT
FASTENED TO END STILE WITH
W/(6) #14 X 5/8"SMS OPTIONAL DOOR VIEWER o
WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT o
WITH DELRON SLEEVE(OPTIONAL) ^/" \�\ CENTER STILE ar
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WITH DELRON SLEEVE(OPTIONAL) B I A / oQ O)n o
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LOCK
2/DOOR '� 0 p o 0 o f
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FASTENED W/(4)#14 X 1/2"S.M.S. p O
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6'-6" 2 SECTIONS 18'2 SECTIONS 21" 158 DIA.GALV,AIRCRAFT'TYPE i'' `\` Q
6'-9' 1 SECTION 18' 3 SECTIONS 21° gABLE&NICO-PRESS SLEEVE-/-- '1/ \ \ 'J OPTIONAL VENT L—A O O 3 CO
W/MIN. 5 TO 1 SAFETY FACTOR r J 1 / 3 5' I= O Z
7' 4 SECTIONS 21'- I () WIDE AT 7"O.C.MAX. OPTIONAL FLUSH FACE U C n
_ _ I I p I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W
7-3' I / 1 120 SO. IN. [COLONIAL DESIGN N D3�IaJ7
7'-6' S SECTIONS 18'- 6°X 3"X 0.1° ` /\ / Q
7'-9' 4 SECTIONS IB'1 SECTION 21' STEEL PLATE �` p j ___ MAX. DOOR WIDTH 0 N= r
e' 3 SECTIONS 18'2 SECTIONS 21" WITH (2) #14 X 5/8'SMS O `� I 8,_4"--
8'-3' 2 SECTIONS 18'3 SECTIONS 21' O
8'-64 1 SECTION 18 4 SECTIONS 21'
e'-9' 5 SECTIONS 21"- BRACKET `BRACKET IN E ELEVATION
9' 6 SECTIONS 18"- STD, LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR r;
_.g-3- 5 SECTIONS 16'1 SECTION 21' DOOR OPTION p
9'-6° 4 SECTIONS 18.2 SECTIONS 21' •• e
3 SECTIONS 18"3 SECTIONS 21' 7-7/8"X 3-1/8"X.010" "
f0' 2 SECTIONS 18.4 SECTIONS 21' STEEL PLATE DAB DOORS INC.
10'-3" 1 SECTION 16" 5 SECTIONS 21' CENTER STILE WITH(4) X14 X 3/4"SOS C R
Hurricane Most Model 824/671
10'-8' 6 SECTIONS 21'- OUTSIDE -- Max. Size B'-4" X 16'-0" High o
10'-9" 6 SECTIONS III'll SECTION 21' R14%3/4"SELF ORILDNG SCREWS MAY BE USED N
HANDLE END STILE With Window Lite Option d a
11' 5 SECTIONS 18'2 SECTIONS 21` IN OEU OF X14 X 5/8"SMS
11'-3' 4 SECTIONS 18"3 SECTIONS 21'
11'-6' 3 SECTIONS 18"4 SECTIONS 21" 0 THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING = + 50.0 PSF
11'-9' 2 SECTIONS 18'5 SECTIONS 21' LOCK BAR GUIDES - 60.0 PSF
12' 1 SECTIONS 18'6 SECTIONS 21" ° INSTALLED ON END STILE
12'-3" 7 SECDONS 21'- WITH (4) #14 X 5/8"SMS > c$ 8
12'-6' 6 SECTIONS 18.2 SECTIONS 21' ° Q GENERAL NOTES 'a
12'-9' S sECTIaNs t6'3 SECTIONS zt' 167%.6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
13' 4 SECTIONS 18'4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
F13'-3- 3 SECTIONS IB'8 SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). i2 SECTIONS 18'6 SECTIONS 21" 2. ANCHORS SHALL BE AS LISTED• SPACED AS SHOWN ON DETAILS. EA9O JAVAD AHS t•iOWFtBV�1 SECTION 18` 7 SECTIONS 21' O�ITSIDE KEYED LOGK�OPTI ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML �8 SECTaNS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA.PE 70592 L.�6 SECTIONS 18'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. C.A.N. 38 No j•S SECTIONS 10'4 SECTIONS 21' LOCKS SHOWN ABOVE 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN_4 SECTIONS 18'S SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL.J SECTIONS IB'6 SECTIONS 21'2 SECTIONS 18.7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A Q 015 rowing no.
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA Q1—QQ15- I SECTION IB' 8 SEC110NS 21'
15'-9' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR KVHZ AND sheet of 5
16' 6 SECTIONS 18'4 SECTIONS 21" ASTM E1886-05 ASTM E1996-09.
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(FULLY THREADED) TILE W
ONE PER BRACKET POSITIONED AT EYE LEVEL p
OPTIONAL STOP MOULDING ANCHORS AT TRACK BRACKET: 0 LOM
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) 3/B'DIA.POWER-BOLT BY'POWERS' w 4
TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE LD
014 X 5/8"SMS 1-7/8"MIN.EDGE DISTANCE (j e
5 PER HINGE 3/4"%IL %2-1/2'X 18 GA.STEEL 8) T/e"DLA,HLC SLEEVE BY'HILTI' ? Z m
END STILE,CONNECT 6"PANELS WITH a0 w
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SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8'MIN.EDGE DISTANCE INTO CONCRETE Z �' OR
0.55 S'C. " EOG -DST.:•• END STILE WITH 3/16'POP RIVETS® 12"O.C. 4'MIN.EDGE DISTANCE INTO FILLED BLOCK 0 O Z
A CONCRETE Vc a 3000 PSI MIN. In Q o
. . 1-7/8'%2-5/8"% .045"STEEL EDCE N O)
CENTER STILE,CWED AND RIVETED DISTANCE C-90 CROVT FILLED BLOCK Nm 2000 P51
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b ANCHOR TYPE A OR 8 € €
1.9"X 2.19"X 3.3"% 102" `u
STEEL TRACK BRACKETS (1) PER BRACKET
SEE SHEET 3 FOR SPACING SEE SHEET J FOR BRACKET SPACING
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7-1/2'% ,071"GALV."STEE
CENTER HINGE 7-1/2"X 3'X .071'
7/16"PUSHNUT
SECTION B-B ENO ROLLER HINCE c�
INSTALLED ON ROLLER SHAFT rA(X CPAvlowD 4
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INTERIOR SIDE 1.82'DIA. X.50"STEEL ROLLERS (STD.) CIVIL pq Y
STEEL TRACK FIA.PE 70592 0
14 GA.%2-1/8"X 1'(STANDARD) 1.82"DIA. %.50"NYLON ROLLERS (OPTIONAL CAN, 5 B AOoelb $/ d
12 GA.X 3-5/16"X 1-1/2'(OPTIONAL) 2.75" CIA, X .50'STEEL ROLLERS (OPTIONAL; 0517D/� y �'
FASTENED TO TRACK PLATES 2.75"DIA. % .50"NYLON ROLLERS (OPTIONAL)W/1/4-20 X 5/8'TRUSS HD. WITH 5"STEM Z�.
SLOTTED M.S.&LOCK NUT drawing no.
MAR 0 2015 01-09
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POP RIVETS2 X 2 X 1/8•HORIZ.ANGLE r,
2" ! 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK l� V
GALV STEEL WITH
X 3"X.104• 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2"APART 1�
TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASONRY EXAEEDINC 8 FT.IN HEIGHT FIRST AT 3.O.C.
3 PER BRACKET II A REST AT 9.O.C.
FASTENED W/(6)B 14 X 5/B"S.M.S. , Z a
CONNECTED TO FLAG BRACKET ANGLE
090 THK.GALV.STEEL ADJUSTABLE W/3/8-I6 X 3, BOLT&NUT 0
SLIDE FASTENED TO BRACKET 2-1/2"x 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
W/5/16-18 X 3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2'X 14 GA.ANGLE -- A f J (2) 1/4-20 X 5/8°BOLT&NUT
M.SCREWS&NUTS. FASTENED TO TRACK
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TOP BRACKET WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH=OPENING HEIGHT PLUS 12" 0
(STANDARD) -
TOP BRACKET
(OPTIONAL) ,� VERTICAL TRACKJ C n
= LOW HEADROOM DOOR 14 GA.GALV.STEEL TRACK 2-1/8•% 7"%.080• V C1 •'i
TTIN SECTION A-A c w
w HORIZONTAL REINFORCEMENT a 0:
o x —V 1/2"X 1-3/4•X.059"FORMED STEEL 2"X S-1/2'X.104" D O•Q O
GLUED TO PANEL AND FASTENED TO GALV.STEEL -— OfIAf Ong m
io VERTICAL STILES WITH FASTENED W (4 p 14%5/8'S.M.S. a 0 n
a (2)3/16•POP RIVETS TOf�)RiSLLER BRdCKET FOR }+
LOW HEADROOM DOOR OPTION Z
HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS
1/2"X 1-3/4"X ,059`FORMED STEEL HEIGHT Q IU el F F
GLUEO TO PANEL AND FASTENED TO IST 2ND 3R0 4TH 5TH 81 B2 B3 84 B5 B6 B7 BB
VERTICAL STILES WITH 6'-0° 18"18' 18" 1B"N/A I"TO 2"11-3/4" 23" 34" 45" 56" 67" - -
i- (2)3/16`POP RIVETS 21"18° 18"21"N/A 1"TO 2"11-3/4" 23" 34" 45 56" 67"
5/16•MEETING RIB 21"21" 21"21°N/A 1"TO 2"11-3/4" 23" 34" 45 56" 67"
18"18" 18" 18" 1B"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
1.82°DIA.X.50"ROLLERS .� 8'-0" 21"18' 18" 18" 21"1"TO 2"11-3/4" 23" 34" 45"' S8" 67" 76-1/4" K 02
®+ W/.44 DIA.X 4-1/4"STEM +-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O M
113
r,x FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. O M
OPTIONAL INSULATIONS: Tc LU
BY'OYPIASi PRODUCTS ILC'
EPS-E%PAN,ED POLYSTYRENE a o m U x N
DENSITY= 1.05 PCF m 1.9"X 2.19°X ACK X.090" Z F-Z
STEEL TRACK BRACKETS CD _
N.O.A.811-0926.07 2-3/16"HIGH J 00 W 1°
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OR m CONNECTED TO TRACK WITH N 1
ISO-25 POLY-ISOCYANURATE
my= DENSITY=2.0 PCF ) 1/4"BOLTS&NUTS. O 3� N
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DENSITY- 1.03 PCF
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OR
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DENSITY=0.92 PCF m
N.O.A.#14-0311.08
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\14 GA.GALV.STEEL
ROLLER HINGES FASTENED a
W/(4)#14 X 5/8•SMSto
m =
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DRAWING QUALITY 0-40
MIN.YIELD STRENGTH -34 KSI
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION d€
POLYSTER PAINTED TOP COAT
` APPLIED TO BOTH SIDES OF STEEL
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m VERTICAL LIFT HIGH LIQ STANDARD LIFT LOW HEADROOM •5 0 4 x
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12 GA GALV,STEEL AVAILABLE TRACK OPTIONS
W/(a)p14 x s/B SMS Engr.JAVAD AHMAD q
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BOTTOM BRACKET FASTENED Q
FIA.PEA 70592 Ymlrlylq wihbAalk4 0 1
C.A.N.,3 3B �wco� D •
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SEE SHEET 4 -�
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05 ej L'roduct drawing 9
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SECTION A-A sheet 3 of 5�
3�4" REINFORCEMENT (� m
IN. 1/2°X 1-3/4'X.05B" p
JDOI
rf8% I. FORMED STEEL o
SELF DRILLING SCREWS lr
i 1-1/2"MIN. OR —V— _ —V #S8%1°
E DIST. 3/16"'RIVEX'STEEL RIVETS OORLF DRILLING SCREWS MULNGRIP W/DOME HEAD 3/16''RIVE%'STEELRIVESAT 48"O.C.�3 AT L48 RIo'C.
W/DOME HEAD (-
/ REINFORCEMENT
1/2 X 1-3/4'X.058"
"
FORMED STEEL + + d
2BY 1/4DIA.LAG SCREWS 2BY 1/4°DIA.fAG SCREWB LI
WOOD BU I \-AT 6'FROM ENDS W000 BU I —AT 6'FROM ENDS V
AND 19'O.C.MAX. i AND 19"D.C.MAX.
W'STRIP ADAPTER P)
I I ALUMINUM STEEL W'STRIP ADAPTER O IZ Q Q o
G IS
RUBBER W'STRIPPING RUBBER W'STRIPPING Q 3
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k---1.750
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
co
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) o n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Li Q-i
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Q
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ ANCHOR SPACING Q Z N N
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ -- ANCHORS _ STRUCTURE EMBED ISPACING EDGE DIST_. U _
3/8"HLC SLEEVE BY ILIL71_ CONC. 1-1 4 8' 1-5 8 Q 0 o
3 8'HLC SLEEVE BY'HILTI' FILLED BLOCK 4-
3/8"
1-1 4'3 8"DYNABOLT BY'ITW' CONC. 1-1 2 _ e° 2" O O 3 1O
3L8-DYNABOLT BY'ITW' FILLED BLOCK 1-1 2 g" 2-1 4" 1= O Z
STEEL STRUCTURE BY OTHERS H
5/I6'X 1-5/8' J B POWER-BOLT BY'POWERS' CONC. 2° B' 1-7 8 U uL
LAG SCREWS MUST SUPPORT THE LOADS IMPOSED J 8"SLEEVE-ALL BY SIMPSONS' CONC. 1-1 2' 8" 1-7 8''- UJ v
AT 12"O.C. BY DOOR SYSTEM - � 0] rn
CONCRETE I'e -3000 PSI Z2OlIOPSI
5/16'DIA BOLTS C-90 GROUT FILLED BLOCK 2
WOOD BUCK CONNECTION TO MASONRY e' WITH WASHER x NUT r--�
\° AT 12"O.C. MAX. EDGE PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 'GROUTED REINFORCED MASONRY BLOCK WALL OR CONC,COLUMN WITHqQ
4'ULTRACON BY'ELCO'WITH SPACING OF
16°D.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED 8
16'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1 4'K 2-1/2'X 14 CA
2-1/2"MIN. EDGE DISTANCE - I o fs
I-1/2' 1-1/2" — CONT.STEEL ANGLE 1-I/2'
1/4"TAPPER BY'POWERS'WITH SPACING OF g
14"D.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 GA.GALV.STEEL
16"O.C.INTO 3000,PSI CONCRETE,WITH 1-3/4°MIN.EMBED FLAT BRACKETS t3"LONG 2-1/B"X 1'X 14 GA. y o
3"MIN.EDGE DISTANCE 1/1 FI X 2-I/2 GAL.STEEL TRACK z 3
FILLET WELDS AT 12"O.C.IN DOOR OPNC. FASTENED TO TRACK PLATES
AT 12'O.C.MAX. AT 18°O.C.ABOVE DOOR OPNG. g!
3/8'LOT
BY'FICO'OR /(2) IM.S. x5/B°TRUSS HD.
3/8'LDT BY ffW'WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M.S.k LOCK NUT
24'
0.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE y -
2'MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o d 6
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF I4 W000 BUCK TO STEEL TO CONCRETE AND FILLED BLOCK o
B"D.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4°MIN. EMBED, 4'MIN.EDGE DIST. z-'
18"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN,EMBED AND --�
2-1/2'MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION _
PREPARATION OF JAMBS BY OTHERS Engr,JAVAD AHMAD Q
CML PAODWIr"V►4BD 4
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE p 70592 w�iy*%wia6eplo" ii I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.0.N.3538 admosco& n
BY DOOR SYSTEM. Amepastx Ib 3( .OZ o r
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF v "
RECORD,ODOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. Byhu4KtCbnYiV drawing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB= (9.33'X 50 PSF)/2 = 233.3 Lbs per Ft, M '015
�..-
MAXIMUM INTERIOR(-) LOAD PER JAMB-(9.33'X 60 PSF)/2 279.9 Lbs per Fl. -heel ¢ of 5
.500
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
24 GA(.024)STEEL MIN. SEE EVIDENCE PAGE o
O 0
1.765 1.725 Q
7/16"DIA WASHER Q
1.144 a
� � O
(� b8%3/4'SMS 21 3/4" V O M
/;1 1 ,I,. 11 1 ®3/8'FROM ENDS MAX. •176 F- -.800 d M g
l\HJI tl IIII I li AND 7"O.C.MAX wow.WIDTH O a a o g~
* EXTERIOR FRAME * INTERIOR FRAME �
li'III I (a)ye%3/a'SMS i d 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 3 6
I 1
01-3/8"FROM ENDS m -jMme' Ii 2:N.o
IIII II �� AND 6-1/2'O.C.MAX, o m d D.L.O.
I :III 1 ` I a 6: O Q W e1 SQL
1111 175 X.062 DEEP •
IIII GROOVE
I 1
00
nt d'
IIII / ED ED '
1 4"POLYCARBONATE LEXAN BY'SABICINNOVATIVE PLASTICS' Ld >
IIII NOA X13-0717.01 ED '
/I A 1
K IIII - V Q� ZVI
O N
Z
S IW- / O j Z OII
RZ O -J x IIII
J
O C
z c w IIII ^ r\ O O .
(. J L, O
InIn
N
IIII ED
N 2 F
IIII
IIII L V I O
IIII
IIII i. ED
.175 X.062 DEEP / ,3
ill GROOVE � o�
I I@5
(4)#8 X 3/4"SMS INSIDE ELEVATION c
1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2'D.G. MA(. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I X 3/4'SMS
/a
B I/ III II ® 'FROM ENDS 175 X.062 DEEP
I AND 4-1/2'3/8O.C. MAX. GROOVE a o o r 3 o d
88 X 3/4'SMS IO
m 3/8'FROM ENDS ------
AND
_ -AND 7"O.C.MAX, -
_ Engrl JAVAD AHMAO P&CIV.LODLSC7 AEVLYPD q 3
7/I6"DIA.WASHER - - - - - - - - - - -- - - - - FIA,PE k 70 02 rar�lyb�wlW lSeFg1A� q I 3
\
----------- CA.N.,5538 vwm �Ca& a
A—pa—�
L � Am-
DOOR 8 b 5
ODOR PANEL EXTERIOR
24 GA. (.024)STEEL MIN. r
PANEL 15/16'MIN. D.L.OPG, M � �Mconna drawing no.
24 GA. (.024)STEEL MIN. GLAZING BITE 01-09
WINDOW WIDTH
sheel'5 of 5